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Home My WebLink AboutMatriarch Birth Center Full SetDWG:DATE:CHK:FB:JD HALL LAND SURVEYINGFIELD WORK:PART OF THE NE 48ARTER OFSECTION TOWNSHIP NORTHRANGE EASTCLAY TOWNSHIPHA0ILTON CO8NTY INDIANABYDESCRIPTIONDATENO.21-008 1OF10DATEFIELDBOOK FIELDDATEE;ISTING CONDITIONSS8R9EY SHEET RE0ARKS INDE; CO9ER GRADING DRAINAGE PLAN SITE 8TILITY PLAN SWPPP PROJECTLOCATION SWPPP NARRATI9E DE0OLITIONTREE PRESER9ATION NORTH RANGELINE LLC W. S0OKEY ROW ROAD CAR0EL IN CONSTR8CTION DETAILS SITE INST OFFICE: S. OKLR SWUHHWSKHULGDQ IQ. PK. ALANDS8R9EYOR#YAHOO.CO0JDHJDHCopyright ©by J D Hall Land Surveying, 2021THESE DOC80ENTS ARE S8BJECT TO PERIODIC RE9ISIONS BY JD HALL LAND S8R9EYING. THE HOLDER IS RESPONSIBLE FOR 9ERIFYING THAT THESE DOC80ENTS ARE THE 0OST C8RRENT PRIOR TO 8SE. THIS DRAWING AND THE IDEALS DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE E;CL8SI9E INTELLECT8AL PROPERTY OF JD HALL LAND S8R9EYING AND ARE NOT TO BE 8SED OR REPROD8CED IN WHOLE OR IN PART WITHO8T THE WRITTEN CONSENT OF JD HALL LAND S8R9EYING. RECORDATION OF THIS S8R9EY OR THESE PLANS DOES NOT CONSTIT8TE AN ELI0INATION OF ANY RESTRICTIONS OR LI0ITATIONS OF RIGHTS HELD BY THIS S8R9EYOR DESIGNER AND OR ENGINEER 8NDER FEDERAL COPYRIGHT LAW A 9ETERAN OWNED S0ALL B8SINESS520 RANGELINE IMPROVEMENT PLAN PART OF THE NE SECTION TOWNSHIP NORTH RANGE EAST CLAY TOWNSHIP HA0ILTON CO8NTY INDIANA PARCEL NO: . ADDRESS: N. RANGELINE RD. CONSTR8CTION DETAILS SITE CERTIFIED BY: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB DATE: JA0ES D. HALL LS LAND DESCRIPTION INST A SDUW RI WKH EDVW HDOI RI WKH NRUWKHDVW 4XDUWHU RI SHFWLRQ THZQW\ILYH TRZQVKLS ELJKWHHQ NRUWK RDQJH TKUHH EDVW DV IROORZV: BHJLQ DW D SRLQW URGV IHHW QRUWK RI WKH VRXWKHDVW FRUQHU RI VDLG QRUWKHDVW TXDUWHU DQG UXQ WKHQFH QRUWK URGV IHHW LQFKHV WKHQFH ZHVW URGV IHHW WKHQFH VRXWK URGV IHHW LQFKHV WKHQFH HDVW URGV IHHW WR WKH EHJLQQLQJ H[FHSW URGV RII WKH ZKROH ZHVW HQG WKHUHRI DQG DOVR H[FHSW EHJLQ DW KH QRUWKHDVW FRUQHU WKHUHRI DQG UXQ WKHQFH ZHVW URGV WKHQFH VRXWK URGV WKHQFH HDVW URGV WKHQFH QRUWK URGV WR EHJLQQLQJ. ·Horizontal coordinates are based on NAD83 Indiana State Plane, West Zone - and were established by RTK GPS observations utilizing the INDOT INCORS network. ·The survey and coordinates are in U.S. Survey feet. ·The vertical control and benchmarks were established by utilizing RTK GPS observations (INDOT INCORS network). GPS observations use the Geoid (g2012bu7) based on the vertical datum NAVD 88 to calculate the orthometric heights (elevations). ·The vertical datum for this survey is NAVD 88. ·JD HALL LAND SURVEYING established the control. SURVEY CONTROL INFORMATION E0ERGENCY RO8TING STOR0 P PA SWPPP DETAILS A CITY OF CAR0EL CONTR8CTION POLICIES ADDALTERNATE 5/15/2024 5th Street NW6th Street NWRangeline Rd1st Ave NWXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUN 01°00'44" W 159.17' (M)S 88°32'13" W 198.01'N 01°00'44" W 66.00' (M)S 01°00'44" E 225.28' (M) 225'(D)S 88°32'13" W 10.00'N 88°30'26" E 208.01'EAST LINE, NE 1/4, SEC. 25-T18N-R3EN 01°00'44" W 2644.92'30.00' 23.77'S 01°00'44" E 195.28'S 88°32'13" W 174.24'S 88°30'26" W 184.02'S 00°54'53" E 129.19'NORTHINST# 2018-199485/9/2018KISSELINST# 2003-558666/11/2003QUINN PROPERTY MANAGEMENT LLCINST# 2018-017621/16/2018MAKOR INVESTMENTS LLCINST# 2009-441237/20/2009 1519.83' (M)XXXXXX825.1825.1825.3825.0824.7824.5824.4824.4824.2825.3825.1824.9825.1825.1825.2825.2825.1824.9825.0824.8824.5824.4824.3824.2824.4824.5824.9825.3825.1825.1825.5825.4825.9825.9826.0826.4826.3826.8826.6826.5826.6826.6826.8827.1827.6827.2827.2826.0825.8825.7825.4825.8825.9825.5825.3825.2825.3825.1824.9825.0825.1825.0825.0824.9825.2825.2825.2825.1825.2825.3825.2825.3825.2825.2826.3826.7827.4827.5827.8827.9827.7827.4827.9827.6827.2826.9826.9826.5826.2825.5825.7825.5825.6825.8825.9825.8824.0824.0823.8823.8824.3824.4824.4824.5824.3824.2824.3824.5824.9824.6825.1825.2825.8825.7825.2825.2825.5825.8825.6826.1826.2825.9824.8822.4821.9821.9829.3830.4825.1832.0829.5829.4829.4829.8829.9830.0830.3830.3830.4830.4830.3830.1830.0830.1830.0829.8829.8829.7829.9829.9830.1830.1830.2830.3830.4830.5830.6830.6830.6830.6830.5830.5830.6830.4830.2830.7831.1830.4830.2830.1830.0829.8829.9830.0830.0830.1830.1830.2830.2830.2830.1830.3830.4830.6830.6830.3830.2829.9829.7829.5829.5828.9828.3828.0827.8827.6827.4827.3827.3827.5827.5827.8828.0828.1828.3828.5828.7828.6828.7828.9828.9829.3829.4829.5829.5829.6829.6829.7829.7829.7829.6829.8829.8829.0828.5828.0827.8827.6827.5827.5827.4827.3827.3827.1826.6826.5826.2825.9825.7825.4825.1825.0825.6825.9826.0827.0827.0827.2827.4827.6828.3828.2827.7827.4827.2827.0826.8826.7826.8826.8827.0827.0827.5827.4827.9827.9828.2828.3828.6828.5828.3828.7829.4829.1828.5828.5828.9829.4829.8829.9829.6829.8830.1830.1830.1830.0830.1829.9829.8829.7829.9829.8829.8829.7829.8829.8829.9829.9829.9829.8829.7829.8829.1829.4829.6829.5829.5829.5830.0830.0829.7829.8829.7830.0830.0829.9829.7829.9829.7829.7829.8829.7829.7829.7830.1829.3829.5829.2829.3829.2829.4829.2829.2829.1830.0830.6830.6830.3830.1830.6830.2829.7829.9830.1830.0829.8829.8829.5829.3829.7829.2828.7829.1829.3829.6829.7829.9830.0830.0829.7829.7829.8828.4828.2828.2828.5828.8829.2827.8827.5827.6827.6827.1827.1827.3826.3826.2826.2826.0826.0825.5825.6825.0825.0824.9825.0825.1824.9824.8824.7824.8824.8824.5824.4824.4824.9824.9824.9824.8824.8824.7824.9824.8825.1825.3825.5825.4825.9826.2826.3826.5826.5826.7826.9826.9826.7826.4826.1826.1825.8825.8825.7825.5825.1824.8825.2825.5825.7825.9826.2826.4826.4826.5826.8827.0829.5829.6829.5828.0829.6829.4829.9828.4826.8826.7827.0827.0826.4826.4826.1825.7825.6825.8825.6825.7825.6825.7825.5826.3826.0825.8825.2831.0829.8829.3829.5829.7829.8829.9829.9830.0830.0829.9830.0830.0830.0830.5830.3830.1830.2829.3829.3829.2829.0828.5829.0828.5827.9828.4828.5828.5828.5828.6827.8827.9827.8827.9827.5828.1827.5827.8827.3827.3827.4827.3827.1827.4827.2827.1827.2826.6826.7826.8828.8830.0830.0830.0829.3830.2830.3830.0829.7829.3828.9828.6829.0829.1828.6828.2827.6827.0826.5826.8826.9827.0825.8825.9825.7826.5826.6826.9827.5828.0828.0828.1828.5828.7828.7828.9828.8828.7829.2829.2829.4829.2829.0829.1828.8828.8828.8828.9828.4827.3828.4828.4827.0826.1825.8825.7825.6825.8826.2826.6826.5826.5826.6826.5827.0826.4826.2825.8828.7828.9829.312" PINE36" PINE36" PINE40" TREE40" TREE48" TREE48" TREE48" TREE48" TREE30" TREEX XX X XWWWWWWWWEX. MHEX. MHSSSSSSSSSSSSSSSSSSSSSSSSSSSSX14" TREE8" TREE6" TREE12" TREE520 NORTH RANGELINE LLCINST# 20190583050.56 AC± NET(AS SURVEYED)0.21AC± IN R/WDWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANABYDESCRIPTIONDATENO.LAND DESCRIPTION (INST# 2011020380)A part of the East Half of the Northeast Quarter of Section Tewnty-five (25), Township Eighteen (18) North, Range Three (3)East, as follows: Begin at a point 92 rods 2 feet north of the southeast corner of said northeast quarter and run thence north 13rods 10 feet 6 inches ; thence west 22 rods 10 feet; thence south 13 rods 10 feet 6 inches; thence east 22 rods 10 feet to thebeginning, except 10 rods off the whole west end thereof, and also except begin at he northeast corner thereof and run thencewest 12 rods ; thence south 4 rods; thence east 12 rods, thence north 4 rods to beginning.SURVEYOR'S REPORT-THEORY OF LOCATIONThe boundary of the subject tract was retraced from existing survey monumentation found per the Hamilton County SectionCorner Perpetuation Project. These monuments were found and held. A search of the neighborhood (cut outs of the parenttract) did not reveal any addition survey monumentation in the area.The north-south lines of the subject were held parallel with the section line. The east-west lines were held at the same bearingsof the adjoining streets as located per walk & curb splits. adjoining properties are a result of ancient transfers and are held /protracted as described. Additional right-of-ways exist on the South and East perimeters of the property. Documentation ofthese takings were sought but not found in the records of the City of Carmel. Rights of way were held based in part on back ofwalk locations and Hamilton County GIS mapping.There may be differences with deed dimensions when compared with measured dimensions along the boundary lines shownhereon. In cases where the magnitude of these differences is less than the Acceptable Relative Positional Accuracies stated inthe following report and less than the uncertainty identified for the reference monumentation discussed in the following report,the differences may be considered insignificant and are shown only for the purposes of mathematical closure and are thereforenot discussed below. When such differences are greater than said uncertainties or are the result of title discrepancies, they aregenerally discussed in more detail below as may be necessary for clarity of the lines established or reestablished this survey.Unless otherwise noted on the attached plat or in the following report, there is no evidence of occupation along the boundarylines of the subject tract. When fences or other lines of occupation are shown on the plat, they have been located only at theends or specific locations noted; therefore, for the purposes of this survey, such lines are assumed to run straight between saidlocations, but in actuality may slightly vary from such straight line.In accordance with the Indiana Survey Standards as defined in Title 865, Article 1, Rule 12 of the Indiana Administrative Code,the following observations and opinions are submitted with reference to the uncertainties in the locations of the lines andcorners established on this survey as a result of:1) Variance caused by the availability and condition of record monuments;No uncertainties with section corners. Held as prima fascia evidence as to true locations.2) The existing deeds and plats of record;None found, all deeds studied are mathematically coincident.3) The occupation or possession lines (fences, etc.) as related to the surveyed lines;Uncertainties are equal to the dimensions shown on the face of this surveyl4) The Relative Positional Accuracy of measurements;A) The Relative Positional Accuracy of position of the lines and corners of this survey due to measurements is within thespecifications for a Suburban Survey (0.13 foot plus 100 parts per million).NOTES1) Subsurface and environmental conditions were not examined or considered as a part of this survey. No statement is madeconcerning the existence of overhead or underground containers or facilities that may affect the use or development of thistract.2) No attempt was made as part of this survey to obtain or show data concerning existence, size, depth, condition, capacity, orlocation of any utility, public service facility, or utility service lines to the property.3) No excavations were made during the course of this survey to locate underground utilities and/or structures. Before designor construction is begun, locations should be obtained from the appropriate agencies.4) This survey does not represent a title search by Surveyor and was prepared without the benefit of a title commitment,abstract of title, or a title search prepared by a title a title company. There may be easements, restrictions and rights-of-way ofrecord on this property that are not shown on the subject survey; therefore, this survey and any attached legal descriptions aresubject to all easements, restrictions, and rights-of-way of record.5) Every document of record reviewed and considered as a part of this survey is noted hereon. The plat and survey wereprepared based upon research of the public records to determine the last deed of record for source of title for the subject andadjoining properties and is therefore subject to any statements of facts revealed by examination of prior deeds or otherdocuments that may exist that would affect this parcel.6) Since the date of this survey conditions may have occurred that are beyond the knowledge or control of the undersignedsurveyor and may have altered the validity and circumstances shown or noted hereon.FLOOD STATEMENTBy graphic plotting only, this property is located in Zone X (Areas of minimal flooding) of the Flood Insurance Rate Map,Community Panel No. 18057C0207G, which bears an effective date of November 19, 2014 and is NOT in a Special FloodHazard Area.LAND SURVEYOR'S CERTIFICATEThe undersigned, a Registered Land Surveyor of the State of Indiana does hereby certify that the attached plat and above legaldescription were prepared under his direct supervision, and to the best of his knowledge and belief was executed in accordancewith the requirements of the Indiana Survey Standards as defined in Title 865, Article 1, Rule 12 of the Indiana AdministrativeCode.CERTIFIED BY: __________________________________________ DATE: 10/03/2019 JAMES D. HALL, LS20500017I affirm, under the penalties for perjury, that I have taken reasonable care to redacteach Social Security number in this document, unless required by law. JAMES D. HALLPrepared by:JAMES D. HALLVICINITY MAP21-0082OF1010/03/2019---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2019THE WITHIN PLAT AND SURVEY WERE PREPARED WITHOUT THE BENEFIT OF ACURRENT TITLE POLICY AND ARE THEREFORE SUBJECT TO ANY STATEMENTOF FACTS REVEALED BY EXAMINATION OF SCHEDULE "A" AND SCHEDULE "B"OF A TITLE POLICY.THIS SURVEY PLAT HAS BEEN PREPARED FOR USE ON THIS PARTICULARPROJECT AND FOR THE EXCLUSIVE USE OF THE PERSON(S) OR ENTITY HEREONNAMED AND IS NOT CERTIFIED TO OR TO BE USED BY ANY OTHER PARTY. THEEVIDENCE, POSSESSION, OWNERSHIP, CONDITIONS ETC. COULD CHANGECONSTANTLY AND THE USE OF THIS SURVEY IS LIMITED ONLY TO THE DATEDINDICATED HEREIN.THE LOCATION OF THE TITLE LINES AND CORNERS ARE SUBJECT TO THEEVIDENCE FOUND IN THE PERFORMANCE OF THIS SURVEY. ADDITIONALEVIDENCE PRESENTED TO JD HALL LAND SURVEYING MAY ALTER THELOCATION OF THE TITLE LINES AND CORNERS.THIS SURVEY IS NOT COMPLETE AND/OR VALID WITH OUT BOTH PAGES.NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS MADE AS TO THEACCURACY AND/OR COMPLETENESS OF INFORMATION PROVIDED BYGOVERNMENTAL AUTHORITIES AND/OR THIRD PARTIES, OR AS TO ITS FITNESSFOR ANY PARTICULAR PURPOSE OR USE, INCLUDING BUT NOT LIMITED TOINFORMATION PRESENTED ON ZONING, SETBACK REQUIREMENTS, FLOODHAZARD ZONES, AND WETLANDS AREAS. IN NO EVENT WILL JD HALL LANDSURVEYING, ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE LIABLE FOR ANYDAMAGES ARISING OUT OF THE FURNISHING AND/OR USE OF SUCHINFORMATION.JD HALL LAND SURVEYINGOFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594ALANDSURVEYOR@YAHOO.COMA VETERAN OWNED SMALL BUSINESSTHE UNDERGROUND UTILITIES DEPICTED ON THE ATTACHED PLAT OF SURVEYHAVE BEEN LOCATED PER FIELD OBSERVATIONS AND PER SITE PLANS ONLY.NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS MADE TO THE ACCURACYAND/OR COMPLETENESS OF INFORMATION PRESENTED ON UNDERGROUNDUTILITIES, OR AS TO ITS FITNESS FOR ANY PARTICULAR PURPOSE OR USE. INNO EVENT WILL JD HALL LAND SURVEYING, ITS EMPLOYEES, AGENTS, AND/ORASSIGNS BE LIABLE FOR ANY DAMAGES ARISING OUT OF THE FURNISHINGAND/OR USE OF SUCH INFORMATION. THE PATH OF THE UTILITY LINES ON SAIDPLAT OF SURVEY SHOULD BE CONSIDERED APPROXIMATE UNTIL THEY AREEITHER RELOCATED, BY CALLING THE INDIANA UNDERGROUND PLANTPROTECTION AGENCY AT 1-800-382-5544 OR UNTIL THEY ARE EXCAVATED TOVERIFY THE LOCATION AND PATH OF THE UTILITY LINES.AS USED IN THIS SURVEY, CERTIFY MEANS TO STATE OR DECLARE APROFESSIONAL OPINION OF CONDITIONS REGARDING THOSE FACTS ORFINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOTCONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED.RECORDATION OF THIS SURVEY (OR THESE PLANS) DOES NOT CONSTITUTE ANELIMINATION OF, ANY RESTRICTIONS OR LIMITATIONS OF RIGHTS HELD BYTHIS\SURVEYOR / DESIGNER AND OR ENGINEER UNDER FEDERAL COPYRIGHTLAWRETRACEMENT SURVEYPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-08-03-003.000ADDRESS: 520 N. RANGELINE RD.5/15/2024 5th Street NW6th Street NWRangeline Rd1st Ave NWXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUN 01°00'44" W 159.17' (M)S 88°32'13" W 198.01'N 01°00'44" W 66.00' (M)S 01°00'44" E 225.28' (M) 225'(D)S 88°32'13" W 10.00'N 88°30'26" E 208.01'EAST LINE, NE 1/4, SEC. 25-T18N-R3EN 01°00'44" W 2644.92'30.00' 23.77'S 01°00'44" E 195.28'S 88°32'13" W 174.24'S 88°30'26" W 184.02'S 00°54'53" E 129.19'NORTHINST# 2018-199485/9/2018KISSELINST# 2003-558666/11/2003QUINN PROPERTY MANAGEMENT LLCINST# 2018-017621/16/2018MAKOR INVESTMENTS LLCINST# 2009-441237/20/2009 1519.83' (M)XXXXXX825.1825.1825.3825.0824.7824.5824.4824.4824.2825.3825.1824.9825.1825.1825.2825.2825.1824.9825.0824.8824.5824.4824.3824.2824.4824.5824.9825.3825.1825.1825.5825.4825.9825.9826.0826.4826.3826.8826.6826.5826.6826.6826.8827.1827.6827.2827.2826.0825.8825.7825.4825.8825.9825.5825.3825.2825.3825.1824.9825.0825.1825.0825.0824.9825.2825.2825.2825.1825.2825.3825.2825.3825.2825.2826.3826.7827.4827.5827.8827.9827.7827.4827.9827.6827.2826.9826.9826.5826.2825.5825.7825.5825.6825.8825.9825.8824.0824.0823.8823.8824.3824.4824.4824.5824.3824.2824.3824.5824.9824.6825.1825.2825.8825.7825.2825.2825.5825.8825.6826.1826.2825.9824.8822.4821.9821.9829.3830.4825.1832.0829.5829.4829.4829.8829.9830.0830.3830.3830.4830.4830.3830.1830.0830.1830.0829.8829.8829.7829.9829.9830.1830.1830.2830.3830.4830.5830.6830.6830.6830.6830.5830.5830.6830.4830.2830.7831.1830.4830.2830.1830.0829.8829.9830.0830.0830.1830.1830.2830.2830.2830.1830.3830.4830.6830.6830.3830.2829.9829.7829.5829.5828.9828.3828.0827.8827.6827.4827.3827.3827.5827.5827.8828.0828.1828.3828.5828.7828.6828.7828.9828.9829.3829.4829.5829.5829.6829.6829.7829.7829.7829.6829.8829.8829.0828.5828.0827.8827.6827.5827.5827.4827.3827.3827.1826.6826.5826.2825.9825.7825.4825.1825.0825.6825.9826.0827.0827.0827.2827.4827.6828.3828.2827.7827.4827.2827.0826.8826.7826.8826.8827.0827.0827.5827.4827.9827.9828.2828.3828.6828.5828.3828.7829.4829.1828.5828.5828.9829.4829.8829.9829.6829.8830.1830.1830.1830.0830.1829.9829.8829.7829.9829.8829.8829.7829.8829.8829.9829.9829.9829.8829.7829.8829.1829.4829.6829.5829.5829.5830.0830.0829.7829.8829.7830.0830.0829.9829.7829.9829.7829.7829.8829.7829.7829.7830.1829.3829.5829.2829.3829.2829.4829.2829.2829.1830.0830.6830.6830.3830.1830.6830.2829.7829.9830.1830.0829.8829.8829.5829.3829.7829.2828.7829.1829.3829.6829.7829.9830.0830.0829.7829.7829.8828.4828.2828.2828.5828.8829.2827.8827.5827.6827.6827.1827.1827.3826.3826.2826.2826.0826.0825.5825.6825.0825.0824.9825.0825.1824.9824.8824.7824.8824.8824.5824.4824.4824.9824.9824.9824.8824.8824.7824.9824.8825.1825.3825.5825.4825.9826.2826.3826.5826.5826.7826.9826.9826.7826.4826.1826.1825.8825.8825.7825.5825.1824.8825.2825.5825.7825.9826.2826.4826.4826.5826.8827.0829.5829.6829.5828.0829.6829.4829.9828.4826.8826.7827.0827.0826.4826.4826.1825.7825.6825.8825.6825.7825.6825.7825.5826.3826.0825.8825.2831.0829.8829.3829.5829.7829.8829.9829.9830.0830.0829.9830.0830.0830.0830.5830.3830.1830.2829.3829.3829.2829.0828.5829.0828.5827.9828.4828.5828.5828.5828.6827.8827.9827.8827.9827.5828.1827.5827.8827.3827.3827.4827.3827.1827.4827.2827.1827.2826.6826.7826.8828.8830.0830.0830.0829.3830.2830.3830.0829.7829.3828.9828.6829.0829.1828.6828.2827.6827.0826.5826.8826.9827.0825.8825.9825.7826.5826.6826.9827.5828.0828.0828.1828.5828.7828.7828.9828.8828.7829.2829.2829.4829.2829.0829.1828.8828.8828.8828.9828.4827.3828.4828.4827.0826.1825.8825.7825.6825.8826.2826.6826.5826.5826.6826.5827.0826.4826.2825.8828.7828.9829.312" PINE36" PINE36" PINE40" TREE40" TREE48" TREE48" TREE48" TREE48" TREE30" TREEX XX X XWWWWWWWWEX. MHEX. MHSSSSSSSSSSSSSSSSSSSSSSSSSSSSX14" TREE8" TREE6" TREE12" TREE520 NORTH RANGELINE LLCINST# 20190583050.56 AC± NET(AS SURVEYED)0.21AC± IN R/WDWG:DATE:CH.:FB:FIELD WOR.:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: __________________________________________ DATE: 01/25/2024 JAMES D. HALL, LS20500017VICINITY MAP21-0083OF1010/03/2019---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594ALANDSURVEYOR@YAHOO.COMA VETERAN OWNED SMALL BUSINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-08-03-003.000ADDRESS: 520 N. RANGELINE RD.DEMOLITION PLAN5/15/2024 5th Street NW6th Street NWRangeline Rd1st Ave NWOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGN 01°00'44" W 159.17' (M)S 88°32'13" W 198.01'N 01°00'44" W 66.00' (M)S 01°00'44" E 225.28' (M) 225'(D)S 88°32'13" W 10.00'N 88°30'26" E 208.01'EAST LINE, NE 1/4, SEC. 25-T18N-R3EN 01°00'44" W 2644.92'30.00' 23.77'S 01°00'44" E 195.28'S 88°32'13" W 174.24'S 88°30'26" W 184.02'S 00°54'53" E 129.19'NORTHINST# 2018-199485/9/2018KISSELINST# 2003-558666/11/2003QUINN PROPERTY MANAGEMENT LLCINST# 2018-017621/16/2018MAKOR INVESTMENTS LLCINST# 2009-441237/20/2009 1519.83' (M)WWWWWWWWWWWWWWWWWWWWWWEX. MHEX. MHSSSSSSSSSSSSSSSSSSSSSSSSSSSSG G G G G G G G G G GWWWWWW EEEEEEEEEEEEEEESSSSSSSSNEW SANITARYLATERALNEW WATERSERVICEEEEEEEEEEEEEEEEEEEEEESTSTWWSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTSTWWWW WEEEEEEEEEEEEEEEEEESTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPDWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: __________________________________________ DATE: 01/25/24 JAMES D. HALL, LS2050001721-0084OF1012/20/2022---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594ALANDSURVEYOR@YAHOO.COMA VETERAN OWNED SMALL BUSINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-08-03-003.000ADDRESS: 520 N. RANGELINE RD.SITE PLAN= PROPOSED PAVEMENT ELEVATIONXXX.XX=EXISTING ELECTRIC,PHONE,CABLE OVERHEAD= PROPOSED UNDERGROUND GAS LINE= PROPOSED UNDERGROUND WATER LINE= PROPOSED UNDERGROUND TELEPHONE LINE= PROPOSED UNDERGROUND ELECTRIC= PROPOSED 6" SANITARY SEWER LATERAL (SDR 26 PIPE WITH CLEANOUTS AS SHOWN)=EXISTING SANITARY SEWER MAINECP= SPOT ELEVATION= FLOOD ROUTING= PROPOSED PAVEMENT ELEVATION= PROPOSED TOP OF CURB ELEVATIONXXX.XXXXX.XX= PROPOSED SURFACE FLOWLEGEND:FBSL = FRONT SETBACK LINESYS = SIDE YARD SETBACK LINERYS = REAR YARD SETBACK LINEMLAG = MINIMUM LOWEST ADJACENT GRADEMFPG = MINIMUM FLOOD PROTECTION GRADEGAR = GARAGEBASE = BASEMENTFFE = FINISH FLOOR ELEVATIONSSE = SANITARY SEWER EASEMENTROOF DRAINROOF DRAINPROVIDE 2' CURB OPENINGAT CORNER OF LANDSCAPEISLAND FOR SWALE INLET, RIPRAPTO BE PLACED FROM OPENING TOBOTTOM OF SWALEPROVIDE 2' CURB OPENINGAT CORNER OF LANDSCAPEISLAND FOR SWALE INLET, RIPRAPTO BE PLACED FROM OPENING TOBOTTOM OF SWALEPROVIDE 1.25' TALL BERM ALONGWEST BOUNDARY OF THESUBJECT PROPERTY, EL = 826.25PROVIDE 1.25' TALL BERM ALONGWEST BOUNDARY OF THESUBJECT PROPERTY, EL=826.25VEGETATED SWALE BETWEENPARKING AND BERM97 LF @ 0.10%VEGETATED SWALE BETWEENPARKING AND BERM104 LF @ 1.00%5/15/2024 5th Street NW6th Street NWRangeline Rd1st Ave NWOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGN 01°00'44" W 159.17' (M)S 88°32'13" W 198.01'N 01°00'44" W 66.00' (M)S 01°00'44" E 225.28' (M) 225'(D)S 88°32'13" W 10.00'N 88°30'26" E 208.01'EAST LINE, NE 1/4, SEC. 25-T18N-R3EN 01°00'44" W 2644.92'30.00' 23.77'S 01°00'44" E 195.28'S 88°32'13" W 174.24'S 88°30'26" W 184.02'S 00°54'53" E 129.19'NORTHINST# 2018-199485/9/2018KISSELINST# 2003-558666/11/2003QUINN PROPERTY MANAGEMENT LLCINST# 2018-017621/16/2018MAKOR INVESTMENTS LLCINST# 2009-441237/20/2009 1519.83' (M)WWWWWWWWWWWWWWWWWWWWWWEX. MHEX. MHSSSSSSSSSSSSSSSSSSSSSSSSSSSSG G G G G G G G G G GWWWWWW EEEEEEEEEEEEEEESSSSSSSSNEW SANITARYLATERALNEW WATERSERVICEEEEEEEEEEEEEEEEEEEEEESTSTFFE = 831.85MLAG= 827.70MFPG= 828.626" C.O.RIM=826.8INV=823.706" C.O.RIM=830.00INV=825.30ROOF DRAIN80LF OF 6" DUALWALLED SSD @ 2.00%6" C.O.RIM=829.8INV= 825.30EP=830.34EP=830.34ROOF DRAIN80 LF OF 6" DUAL WALLEDSSD @ 2.00%M.E. 830.34±WWSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTSTWWWW WEEEEEEEEEEEEEEEEEE70LF 0F 6" SSD @1.00% - FULL DEPTHGRANULAR FILLREQUIRED UNDERPAVEMENTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTRAINWATER EMITTERRIM=824.40INV=823.00RAINWATER EMITTERRIM=824.80INV=823.0070LF 0F 6" SSD @1.00% - FULL DEPTHGRANULAR FILLREQUIRED UNDERPAVEMENT6" C.O.RIM=827.00INV= 823.70TC = 826.82EP = 826.32TC = 826.61EP = 826.11TC = 826.50EP = 826.00TC = 826.17EP = 825.67TC = 826.25EP = 825.75TC = 824.80EP = 824.30TC = 825.31EP = 824.81TC = 825.92EP = 825.42TC = 826.30EP = 825.80TC = 826.52EP = 826.02TC = 826.29EP = 825.79TC = 826.37EP = 825.87TC = 826.45EP = 825.95TC = 826.49EP = 825.99TC = 826.41EP = 825.91TC = 826.29EP = 825.79TC = 826.30EP = 825.80TC = 826.29EP = 825.79TC = 826.38EP = 825.88TC = 826.96EP = 826.46TC = 826.78EP = 826.28TC = 825.79EP = 825.29TC = 825.56EP = 825.06TC = 826.79EP = 826.29TC = 826.37EP = 825.87TC = 826.09EP = 825.59TC = 825.62EP = 825.12TC = 823.97EP = 823.47TC = 826.12EP = 825.62TC = 826.25EP = 825.75TC = 826.53EP = 826.03TC = 826.46EP = 825.96TC = 826.29EP = 825.79TC = 826.29EP = 825.79TC = 826.29EP = 825.79TC = 826.43EP = 825.93SIDEWALK OUTLETFLUMEELEV = 824.32±(SEE DETAIL ATRIGHT)SIDEWALK OUTLETFLUMEELEV = 823.96±(SEE DETAIL ATRIGHT)824.41824.55824.72824.81825.00824.68824.63824.156" C.O.RIM=828.9INV= 825.30ROOF DRAIN80 LF OF 6" DUAL WALLEDSSD @ 2.00%70LF 0F 6" SSD @1.00% - FULL DEPTHGRANULAR FILLREQUIRED UNDERPAVEMENTSTSTSTSTSTSTSTSTSTSTSTRAINWATER EMITTERRIM=824.60INV=823.006" C.O.RIM=827.00INV= 823.7H.P.824.93FPFPFPFPFPFPFPFPFPFPFPFPFPFP 824.28FPFPDWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: __________________________________________ DATE: 01/25/24 JAMES D. HALL, LS2050001721-0085OF1012/20/2022---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594ALANDSURVEYOR@YAHOO.COMA VETERAN OWNED SMALL BUSINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-08-03-003.000ADDRESS: 520 N. RANGELINE RD.GRADING & DRAINAGE PLANSITE ACREAGE: 0.78 ACRESDISTURBED AREA: 0.62 ACRESOFF-SITE/UPSTREAM ACREAGE: 0.00ALLOWABLE RELEASE RATES: (10YR 0.10/AC) 0.06 CFS(100YR, 0.30/AC) 0.19 CFSPOST-DEVELOPED (UNCONTROLLED) 10-YEAR: 2.61 CFS100-YEAR: 3.9 CFSTOTAL VOLUME OF DETENTION REQUIRED: 1611.72 CF /179.08 CY (FOR 520)59.13 CF / 6.57 CY (FOR 540)1670.9 CF TOTAL REQUIREDInferred Storage Volume within swales: 131 CF** NO STORAGE IS PROPOSED DUE TO A LACK OF A SUITABLE OUTLETA 4' WIDE BOTTOM, VEGETATED SWALE ADJACENT TO THE PARKING LOT ISPROPOSED WEST OF THE PARKING LOT TO PROVIDE WATER QUALITY3131APPROXIMATE LIMIT OF 100YRFLOOD ELEVATION = 824.93APPROXIMATE LIMIT OF 100YRFLOOD ELEVATION = 824.335/15/2024 5th Street NW6th Street NWRangeline RdOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGN 01°00'44" W 159.17' (M)S 88°32'13" W 198.01'N 01°00'44" W 66.00' (M)S 01°00'44" E 225.28' (M) 225'(D)S 88°32'13" W 10.00'N 88°30'26" E 208.01'EAST LINE, NE 1/4, SEC. 25-T18N-R3EN 01°00'44" W 2644.92'30.00' 23.77'S 01°00'44" E 195.28'S 88°32'13" W 174.24'S 88°30'26" W 184.02'S 00°54'53" E 129.19'MAKOR INVESTMENTS LLCINST# 2009-441237/20/2009 1519.83' (M)WWWWWWWWWWWWWWWWWWWWWWEX. MHEX. MHSSSSSSSSSSSSSSSSSSSSSSSSSSSSG G G G G G G G G G GWWWWWW EEEEEEEEEEEEEEESSSSSSSSNEW SANITARYLATERALNEW WATERSERVICEEEEEEEEEEEEEEEEEEEEEEWWEEEEEEEEEEEEESTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPDWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: __________________________________________ DATE: 01/25/24 JAMES D. HALL, LS2050001721-0085AOF1012/20/2022---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594ALANDSURVEYOR@YAHOO.COMA VETERAN OWNED SMALL BUSINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-08-03-003.000ADDRESS: 520 N. RANGE LINE RD.EMERGENCY ROUTE & STORM DETAILS= FLOOD ROUTINGLEGEND:FBSL = FRONT SETBACK LINESYS = SIDE YARD SETBACK LINERYS = REAR YARD SETBACK LINEMLAG = MINIMUM LOWEST ADJACENT GRADEMFPG = MINIMUM FLOOD PROTECTION GRADEGAR = GARAGEBASE = BASEMENTFFE = FINISH FLOOR ELEVATIONSSE = SANITARY SEWER EASEMENTELEVATION ofWEIR = 824.32APPROXIMATE LIMIT OF 100YRFLOOD ELEVATION = 824.93APPROXIMATE LIMIT OF 100YRFLOOD ELEVATION = 824.33SIDEWALK CASTING R4999HX W/ TYPE Q GRATE REQUIRED5/15/2024 5th Street NWOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGGGGGGGGGGGGGGGN 01°00'44" W 159.17' (M)S 88°32'13" W 198.01'N 01°00'44" W 66.00' (M)S 01°00'44" E 225.28' (M) 225'(D)N 88°30'26" E 208.01'30.00' 23.77'S 01°00'44" E 195.28'S 88°32'13" W 174.24'S 88°30'26" W 184.02'S 00°54'53" E 129.19'MAKOR INVESTMENTS LLCINST# 2009-441237/20/2009WWWWWWWWWWWWWWWWWWWWWG G G G G G G G G G GWWWWWW EEEEEEEEEEEEEEESSSSSSSSEEEEEEEEEEEEEEEEEEEEESTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPDWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: __________________________________________ DATE: 01/25/24 JAMES D. HALL, LS2050001721-0086OF1012/20/2022---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594ALANDSURVEYOR@YAHOO.COMA VETERAN OWNED SMALL BUSINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-08-03-003.000ADDRESS: 520 N. RANGELINE RD.SWPPPLEGEND= INLET PROTECTION BASKET= CONCRETE WASHOUT= TEMPORARY SEEDING= PERMANENT SEEDING= STABILIZED CONSTRUCTION ENTRANCE= SUPPLY & WORKER STAGING AREA= PERIMETER SILT FENCE= EROSION CONTROL BLANKET= NATIVE SEED AREA= SOIL STOCK PILE LOCATION (AS NEEDED)PSTSTOPSOILTOPSOILPSPSPSPSTSTSTSTSCWCWPSTSPSTSPSTSSeed Mixture Bottom of Basin Filtration Strip and SwalesMesic Prairie Seed MixTemporary Matrix32 lbs Avena sativa (Seed Oats)5 lbs Lolium multiflorum (Annual Ryegrass)37 lbs TotalPermanent MatrixGrasse Speifications oz/acre 16 Andropogon gerardii (Big Bluestem)32 Elymus canadensis (Canada Wild Rye)12 Elymus virginicus (Virginia Wild Rye)4 Panicum virgatum (Switchgrass)32 Schizachyrium scoparium (Little Bluestem)16 Sorghastrum nutans (Indian Grass)112 oz/acre TotalForbs Specifications oz/acre1.5 Asclepias syriaca (Common Milkweed)1 Baptisia alba (White False Indigo)2 Coreopsis tripteris (Tall Coreopsis)1 Dalea purpureum (Purple Prairie Clover)1 Drymocallis arguta (Prairie Cinquefoil)2 Senna hebecarpa (Wild Senna)3 Echinacea purpurea (Purple Coneflower)2 Eryngium yuccifolium (Rattlesnake Master)1 Helianthus occidentalis (Western Sunflower)14.5 oz/acre TotalPrairie Seed Specifications oz/acre3 Heliopsis helianthoides (False Sunflower)1 Helianthus grosseserratus (Sawtooth Sunflower)0.5 Helianthus pauciflorus (Showy Sunflower)2 Liatris pycnostachya (Prairie Blazing Star)0.5 Monarda fistulosa (Bergamot)0.5 Penstemon digitalis (Foxglove Beardtongue)0.5 Pycnanthemum virginianum (Mountain Mint)4 Ratibida pinnata (Yellow Coneflower)2 Rudbeckia hirta (Black-Eyed Susan)3 Rudbeckia subtomentosa (Sweet Black-Eyed Susan)2 Silphium integrifolium (Rosinweed)2 Silphium laciniatum (Compass Plant)3 Silphium terebinthinaceum (Prairie Dock)1 Symphyotrichum laeve (Smooth Aster)1 Symphyotrichum novae-angliae (New England Aster)1 Oligoneuron rigidum (Stiff Goldenrod)2 Oligoneuron riddellii (Riddell's Goldenrod)4 Vernonia gigantea (Tall Ironweed)0.5 Veronicastrum virginicum (Culver's Root)48 oz/acre TotalMESIC PRAIRIE SEED MIX REQUIREDAT BOTTOM OF DRY BASIN (0.10 ac) AND WITHINTHE BOTTOM 6' OF EACH SWALE. OVER SEEDAT THREE (3) TIME THE RECOMMENDED RATE.USE STANDARD GRASS SEED MIX SPECIFIEDFOR ALL OTHER LOCATIONS ON THE SITEMESIC PRAIRIE SEED AREASIGN LOCATIONMESIC PRAIRIE SEED AREASIGN LOCATION5/15/2024 DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE 48ARTER OFSECTION 2 TOWNSHIP 1 NORTHRANGE EASTCLAY TOWNSHIPHA0ILTON CO8NTY INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB DATE: 01/2/2 JA0ES D. HALL LS20000121-0087OF1012/20/2022---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:0 S. OKLR SWUHHWSKHULGDQ IQ. 09PK. 1-9-9ALANDS8R9EYOR#YAHOO.CO0A 9ETERAN OWNED S0ALL B8SINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/ SECTION 2 TOWNSHIP 1 NORTH RANGE EAST CLAY TOWNSHIP HA0ILTON CO8NTY INDIANAPARCEL NO: 1-09-2-0-0-00.000ADDRESS: 20 N. 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SORSH SWHHSQHVV RHVWULFWLRQVPercent Slope Maximum Distance 2 0:1 100 IHHW 2 - 0:1 WR 20:1 IHHW - 101 20:1 WR 10:1 0 IHHW 10 - 201 10:1 WR :1 2 IHHW ! 201 ! :1 1 IHHW1 CRQVLGHU RWKHU DOWHUQDWLYHV.NRWH: 0XOWLSOH URZV RI VLOW IHQFH DUH QRW UHFRPPHQGHG RQ WKH VDPH VORSH.TrenchDHSWK - HLJKW LQFKHV PLQLPXP.WLGWK - IRXU LQFKHV PLQLPXP.AIWHU LQVWDOOLQJ IHQFH EDFNILOO ZLWK VRLO PDWHULDO DQG FRPSDFW WR EXU\ DQGDQFKRU WKH ORZHU SRUWLRQ RI WKH IHQFH IDEULF.Note: An alternative to trenching is to use mechanical equipment to plowin the silt fence.Materials and Silt Fence SpecificationsFDEULF - ZRYHQ RU QRQ-ZRYHQ JHRWH[WLOH IDEULF PHHWLQJ VSHFLILHG PLQLPXPVRXWOLQHG LQ TDEOH 2.TDEOH 2. GHRWH[WLOH FDEULF SSHFLILFDWLRQV IRU SLOW FHQFH PLQLPXPPhysical PropertyWovenNon-WovenGeotextile FabricGeotextile FabricFLOWHULQJ HIILFLHQF\ TH[WLOH VWUHQJWK DW20 HORQJDWLRQSWDQGDUG VWUHQJWK0 OEV. SHU OLQHDU LQFK0 OEV. SHU OLQHDU LQFKE[WUD VWUHQJWK0 OEV. SHU OLQHDU LQFK0 OEV. SHU OLQHDU LQFKSOXUU\ IORZ UDWH 0. 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EPA APPRO9ED OR ESTABLISHED TOTAL 0A;I080 DAILY LOAD T0DL - NOT APPLICABLE.A10 NA0ES OF THE RECEI9ING WATERS - COOL CREEKA11 IDENTIFICATION OF DISCHARGES TO A WATER ON THE C8RRENT 0D LIST OF I0PAIRED WATERS AND THE POLL8TANTS FOR WHICH IT IS I0PAIRED - NOTAPPLICABLE.A12 SOILS 0AP - SEE THIS SHEET.A1 IDENTIFICATION AND LOCATION OF ALL KNOWN WETLANDS LAKES AND WATER CO8RSES ON OR ADJACENT TO THE PROJECT SITE CONSTR8CTION PLANE;ISTING SITE LAYO8T - N/A.A1 IDENTIFICATION OF ANY OTHER STATE OR FEDERAL WATER 48ALITY PER0ITS OR A8THORI=ATIONS THAT ARE RE48IRED FOR CONSTR8CTION ACTI9ITIES - DNR01 0 8SACE ETC.. NONEA1 IDENTIFICATION AND DELINEATION OF E;ISTING CO9ER INCL8DING NAT8RAL B8FFERS - SEE SHEET C100.A1 E;ISTING SITE TOPOGRAPHY - SEE SHEET 2-.A1 LOCATIONS WHERE R8N-OFF ENTERS THE PROJECT SITE - N/A.A1 LOCATIONS WHERE R8N-OFF DISCHARGES FRO0 THE PROJECT SITE PRIOR TO LAND DIST8RBANCE - SEE SHEET .A19 LOCATION OF ALL E;ISTING STR8CT8RES AND INFRASTR8CT8RE ON THE PROJECT SITE - SEE SHEET C100.A20 E;ISTING PER0ANENT RETENTION OR DETENTION FACILITIES INCL8DING 0AN0ADE WETLANDS DESIGNED FOR THE P8RPOSE OF STOR0WATER 0ANAGE0ENT -SEE SHEET -A.A21 LOCATIONS WHERE STOR0WATER 0AY BE DIRECTLY DISCHARGED INTO GRO8ND WATER S8CH AS ABANDONED WELLS SINKHOLES OR KARST FEAT8RES - N/A.A22 PROJECT AREA - APPRO;I0ATELY 0. ACRES.A2 E;PECTED LAND DIST8RBANCE AREA - APPRO;I0ATELY 0. ACRES.A2 PROPOSED TOPOGRAPHY FINAL - SEE SHEET .A2 LOCATIONS AND APPRO;I0ATE BO8NDARIES OF ALL DIST8RBED AREAS - SEE PLAN SET.A2 LOCATIONS SI=E AND DI0ENSIONS OF ALL PROPOSED STOR0WATER DRAINAGE SYSTE0 S8CH AS C8L9ERTS STOR0WATER SEWER AND CON9EYANCECHANNELS - SEE SHEETS -A2 LOCATIONS OF SPECIFIC POINTS WHERE STOR0WATER AND NON-STOR0WATER DISCHARGES WILL LEA9E THE PROJECT SITE - SEE SHEET .A2 LOCATION OF ALL PROPOSED SITE I0PRO9E0ENTS INCL8DING ROADS 8TILITIES LOT DELINEATION AND IDENTIFICATION PROPOSED STR8CT8RES AND CO00ONAREAS - SEE SHEET A29 LOCATION OF ALL ON-SITE AND OFF-SITE SOIL STOCKPILES AND BORROW AREAS - SEE SHEET 11.A0 LOCATION OF CONSTR8CTION S8PPORT ACTI9ITIES STAGING AREAS 0ATERIAL STORAGE AREAS ETC. - SEE SHEET A1 LOCATION OF ANY IN-STREA0 ACTI9ITIES INCL8DING B8T NOT LI0ITED TO STREA0 CROSSINGS AND P80P ARO8NDS - N/ASECTION B - SWPPP - CONSTR8CTION CO0PONENTSB1 POTENTIAL POLL8TANT GENERATING SO8RCES AND POLL8TANTS INCL8DING ALL POTENTIAL NON-STOR0WATER DISCHARGES - POTENTIAL POLL8TANTS FRO0CONSTR8CTION ACTI9ITY S8CH AS ASPHALT FRO0 PA9ING CONCRETE FRO0 C8RBING SIDEWALKS OIL GREASE ANTIFREE=E GASOLINE AND DIESEL F8EL FRO0 CONSTR8CTION E48IP0ENT SOIL EROSION FERTILI=ER AND PESTICIDES FRO0 LANDSCAPING AND TRASH SHO8LD BE PROPERLY STORED AND HANDLEDTO RED8CE THE CONTA0INANTS FRO0 ENTERING THE STOR0 SYSTE0. TRASH SHO8LD BE CLEANED 8P TO RED8CE CLOGGING OF STOR0 SYSTE0S AND RED8CE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FRO0 ENTERING IN THE STOR0 SYSTE0.B2 STABLE CONSTR8CTION ENTRANCE LOCATIONS AND SPECIFICATIONS - SEE SHEET C200 AND TE0PORARY CONSTR8CTION ENTRANCE DETAIL AND SPECIFICATIONS ON CITY OF LEBANON STANDARDS SHEET 19.B SPECIFICATIONS FOR TE0PORARY AND PER0ANENT STABILI=ATION - SEE SEASONAL SOIL PROTECTION CHART.B SEDI0ENT CONTROL 0EAS8RES FOR THE CONCENTRATED FLOW AREAS - SEE SHEETS C200-C20.B SEDI0ENT CONTROL PLAN FOR CONCENTRATED FLOW AREAS - SEE SHEETS C202-C20SEE CITY OF LEBANON STANDARDS SHEET 20 FOR SPECIFICATIONS.B R8N-OFF CONTROL 0EAS8RES - SEE SHEETS C200-C20.B STOR0WATER O8TLET PROTECTION LOCATION AND SPECIFICATIONS - SEE SHEET C202-C20 FOR LOCATIONS AND PROPOSED 0ETHODS SEE CITY OF LEBANONSTANDARDS SHEET 1 FOR SPECIFICATIONS.B GRADE STABILI=ATION STR8CT8RE LOCATIONS AND SPECIFICATIONS - NOT APPLICABLE.B9 DEWATERING APPLICATIONS AND 0ANAGE0ENT 0ETHODS - IN THE E9ENT THAT DEWATERING IS RE48IRED PRO9IDE SEDI0ENT AND OIL CONTAIN0ENT WITH THE 8SE A DEWATERING BAG. REFER TO 0AN8FACT8RER SPECIFICATIONS TO DETER0INE PROPER SI=ING FOR P80P FLOW RATES. ALTERNATE E48AL 0EAS8RES OF CONTAIN0ENT 0AY BE APPRO9ED BY THE ENGINEER OR EROSION CONTACT PERSON IF ANOTHER PROD8CT OR 0ETHOD OF CONTAIN0ENT IS DESIRED.B10 0EAS8RES 8TILI=ED FOR WORK WITHIN WATERBODIES - NOT APPLICABLE.B11 0AINTENANCE G8IDELINES FOR EACH PROPOSED STOR0WATER 48ALITY 0EAS8RE - INSPECT ALL EROSION CONTROL AND STOR0WATER 48ALITY 0EAS8RESWEEKLY AND AFTER EACH STOR0 E9ENT OR HEA9Y 8SE. REPAIR AND/OR REPLACE ANY CO0PRO0ISED OR FAILED 0EAS8RE AS RE48IRED. 0ORE SPECIFICG8IDELINES ARE INCL8DED ON INDI9ID8AL DETAILS.B12 PLANNED CONSTR8CTION SE48ENCE THAT DESCRIBES THE I0PLE0ENTATION OF STOR0WATER 48ALITY 0EAS8RES IN RELATION TO LAND DIST8RBANCE:A PRE-CONSTR8CTION 0EETING WITH CITY OF LEBANON AND/OR THE CO8NTY SOIL AND WATER CONSER9ATION DISTRICT SWCD IS RE48IRED PRIOR TO THE CO00ENCE0ENT OF ANY EARTHWORK. ADDITIONALLY IDE0 IS RE48IRED TO BE CONTACTED AT LEAST HO8RS PRIOR TOCONSTR8CTION.POSTING AREA - CONTRACTOR TO POST APPRO9ED SWPPP DOC80ENTS AND PER0ITS IN THE APPRO;I0ATE LOCATION SHOWN.CONSTR8CTION ENTRANCE - STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT PER CONSTR8CTION DETAILS AND SPECIFICATIONS.INSTALL PERI0ETER B0P S S8CH AS SILT FENCING TE0PORARY DI9ERSION DITCHES AND TE0PORARY SEDI0ENT BASINS. THIS ALSO INCL8DES ANY OFF-SITE TE0PORARY B0P S.INSTALL SILT FENCE ARO8ND WETLANDS FOR PROTECTION D8RING CONSTR8CTION ACTI9ITY. SILT FENCE TO RE0AIN IN PLACE 8NTIL FINAL SEEDING HAS BEENESTABLISHED.EARTHWORK - STRIP TOPSOIL BEGIN RO8GH GRADING. E;CA9ATE POND AND PLACE DIRT WHERE FINISH GRADE AND SEED POND SLOPES AND SWALES. ALL DIST8RBED AREAS SHALL BE PROPERLY SEEDED IF NO ADDITIONAL WORK IS PLANNED FOR 0ORE THAN DAYS.SANITARY SEWER INSTALLATION STOR0 SEWER INSTALLATION AND ASSOCIATED INLET PROTECTION AS ITE0S ARE CONSTR8CTED.WATER0AIN INSTALLATION PA9E0ENTS - INSTALL SOIL 0ODIFICATIONS C8RBS S8BBASE AND H0A LAYERS FOR ROADWAYSAND ENTRY DRI9ES. 8TILITIES DRY - COORDINATE INSTALLATION OF GAS ELECTRIC TELECO008NICATIONS ANDOTHER RE48IRED 8TILITIES.CLEAN8P - CONTRACTOR SHALL SPOIL ALL E;CESS 0ATERIALS REGRADE AND STABILI=E ALLDIST8RBED AREAS I0PACTED BY THE 8TILITY INSTALLATIONS.FINAL GRADING AND PER0ANENT EROSION CONTROL - FINISH GRADE AND PER0ANENTLY SEED ALLPROPERTY PERI0ETER AREAS. RE0O9E TE0PORARY SEDI0ENT BASINS AND DI9ERSION DITCHES.TE0PORARY SEDI0ENT BASINS AND DI9ERSION DITCHES TO RE0AIN IN OFFSITE AREA.TE0PORARY SEED ALL DIST8RBED AREAS.FINAL LANDSCAPING - FINAL GRADE AND INSTALL LANDSCAPING.FINAL SEEDING - CO0PLETE FINAL SEEDING.0AINTENANCE - 0AINTAIN ALL EROSION AND SEDI0ENT CONTROL PRACTICES 8NTIL ALL DIST8RBEDAREAS ARE PER0ANENTLY STABILI=ED.IN THE E9ENT THAT THE NATIONAL WEATHER SER9ICE FORECASTS RAIN TO OCC8R WITHIN 2 HO8RS OF THE END OF A WORK DAY THE CONTRACTOR SHALL STABILI=E THE SITE BEFORE LEA9ING AT THE END OF THE WORK DAYB1 PRO9ISIONS FOR EROSION AND SEDI0ENT CONTROL ON INDI9ID8AL RESIDENTIAL B8ILDING LOTS REG8LATED 8NDER THE PROPOSED PROJECT - SEE DETAIL ONTHIS SHEET.B1 0ATERIAL HANDLING AND SPILL PRE9ENTION AND SPILL RESPONSE PLAN 0EETING THE RE48IRE0ENTS IN2 IAC 2-.1 - POTENTIAL POLL8TANTS FRO0 CONSTR8CTION ACTI9ITIES INCL8DE: H0A PA9ING CONCRETE FRO0 C8RBS AND SIDEWALKS CONCRETE WASHO8T AREA OIL GREASE ANTIFREE=E GASOLINEAND DIESEL F8EL FRO0 CONSTR8CTION E48IP0ENT. IF A SPILL FRO0 ANY OF THESE ITE0S OCC8RS I00EDIATE CLEAN8P IS RE48IRED. SOIL EROSION FERTILI=ER AND PESTICIDES FRO0 LANDSCAPING AND TRASH SHO8LD BE PROPERLY HANDLED AND APPLIED RED8CE THE CONTA0INANTS FRO0 ENTERING THESTOR0 SYSTE0. TRASH SHO8LD BE CLEANED 8P TO RED8CE CLOGGING OF THE STOR0SEWER SYSTE0S AND RED8CE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FRO0 ENTERING THE STOR0WATER 0ANAGE0ENT SYSTE0. CONTRACTOR SHALL 0EET THE RE48IRE0ENTS OF IAC 2-.1 AND FOLLOW 0ATERIAL SAFETY DATA SHEET 0SDS G8IDELINES FOR CONTA0INANTS PRESENT ON SITE.B1 0ATERIAL HANDLING AND STORAGE PROCED8RES ASSOCIATED WITH CONSTR8CTION ACTI9ITY - TO 0INI0I=E THE RELEASE OF POTENTIAL POLL8TANTS D8RINGCONSTR8CTION THE CONTRACTORS SHALL I0PLE0ENT THE 0ATERIAL HANDLING AND SPILL PRE9ENTION PLAN. THE CONTRACTOR SHALL RE9IEW THIS PLANWITH ALL S8BCONTRACTORS AND RE48IRE THEY I0PLE0ENT THE PLAN AS WELL.1.CONSTR8CTION E48IP0ENTA.F8ELING L8BRICATION AND FL8IDS: ALL OPERATIONS IN9OL9ING THE ADDITION OF FL8IDS TO E48IP0ENT SHO8LD BE DONE IN ONE LOCATION AS DESIGNATEDBY THE CONSTR8CTION 0ANAGER SO SPILLS ARE LI0ITED TO ONE LOCATION ON THE SITE WHICH WILL FACILITATE THE CLEAN8P OF SPILLS. IF AN ONSITE-F8ELINGTANK IS PLANNED IT SHALL BE DO8BLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FL8IDS TO 0IGRATEINTO S8BS8RFACE SOILS. IN THE E9ENT OF A SPILL THE FL8ID SHALL I00EDIATELY BE CLEANED 8P BY RE0O9ING THE CONTA0INATED SOIL OR STONE AND SHALL BEDISPOSED OF IN AN ACCEPTABLE 0ANNER. SPILLS ON HARD S8RFACES SHALL BE SOAKED 8P BY AN ACCEPTABLE 0ATERIAL S8CH AS OIL DRY AND THE ABSORBENT0ATERIAL DISPOSED OF IN A PROPER 0ANNER. THE SPILL SHALL ALSO BE REPORTED I00EDIATELY TO THE CONSTR8CTION 0ANAGER S S8PERINTENDENT.B. E48IP0ENT REPAIR ESPECIALLY WHEN FL8IDS 08ST BE RE0O9ED FRO0 THE E48IP0ENT OR THE POSSIBILITY OF FL8ID SPILLS IS HIGH SHO8LD ALWAYS BEDONE OFFSITE AT A FACILITY THAT IS 0ORE S8ITABLE THAN A CONSTR8CTION SITE TO HANDLE SPILLS. WHEN E48IP0ENT 08ST BE REPAIRED ONSITE IT SHO8LD BE0O9ED TO THE 0AINTENANCE AND F8ELING AREA IF POSSIBLE. OTHERWISE S8ITABLE ON-SITE CONTAINERS SHO8LD BE PLACED 8NDER THE E48IP0ENT D8RINGREPAIR TO CATCH ANY SPILLED FL8IDS THESE FL8IDS SHO8LD BE DISPOSED OF IN A PROPER 0ANNER.C.ALL RE8SABLE FL8ID CONTAINERS S8CH AS GASOLINE CANS SHALL BE INSPECTED FOR LEAKS EACH TI0E THEY ARE 8SED. IF LEAKS ARE FO8ND THE FL8IDSHALL BE RE0O9ED FRO0 THE CONTAINER IN A PROPER 0ANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE 0ANNER. E0PTY DISPOSABLE CONTAINERSS8CH AS GREASE T8BES L8BRICATING OIL BRAKE FL8ID CONTAINERS AND THEIR PACKAGING SHALL BE DISPOSED OF IN A PROPER 0ANNER AND SHALL NOT BE LEFTON THE GRO8ND OR IN THE OPEN ON THE CONSTR8CTION SITE.2.CONSTR8CTION 0ATERIALS AND THEIR PACKAGINGA.EROSION CONTROL 0EAS8RE SHOWN ON THE S8BJECT PROJECT SHALL BE I0PLE0ENTED PRIOR TO AND D8RING CONSTR8CTION IN THE PROPER SE48ENCINGTO 0INI0I=E SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND 0AINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. E;CESSI9E D8STING OF SOIL ONTHE SITE SHALL BE 0INI0I=ED BY RED8CING CONSTR8CTION TRAFFIC ACROSS BARE SOIL D8RING DRY AND/OR WINDY WEATHER AND BY APPLYING WATER OR OTHERACCEPTABLE D8ST CONTROL 0EAS8RES TO THE SOIL. 8PON CONSTR8CTION CO0PLETION AND S8ITABLE ESTABLISH0ENT OF PER0ANENT 9EGETATION TE0PORARYEROSION CONTROL 0EAS8RES S8CH AS SILT FENCE CHECK DA0S AND INLET PROTECTION DE9ICES SHALL BE RE0O9ED IN A 0ANNER TO 0INI0I=E ADDITIONAL LANDDIST8RBANCE. ANY AREAS DIST8RBED BY THESE OPERATIONS SHALL BE PROPERLY RE-9EGETATED.B.LARGE WASTE 0ATERIALS CREATED BY C8TTING SAWING DRILLING OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN S8ITABLE WASTECONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY AT A 0INI080 AND ALL WASTE 0ATERIALS INCL8DING THOSE BLOWN ACROSS OR OFF THE SITEBY WIND SHALL BE PICKED 8P AND DISPOSED OF IN S8ITABLE CONTAINERS. WHERE POSSIBLE OPERATIONS S8CH AS SAWING THAT CREATE S0ALL PARTICLESSHO8LD BE PERFOR0ED IN ONE SPOT IN AN AREA PROTECTED FRO0 WIND WASTE PARTICLES SHALL BE COLLECTED AND DISPOSED OF FRE48ENTLY TO 0INI0I=EWIND DISPERSAL. PACKAGING 8SED TO TRANSPORT 0ATERIALS TO THE SITE FOR CONSTR8CTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY WHETHER THE0ATERIAL IS TAKEN O8T OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT I00EDIATELY OR STORED ONSITE FOR F8T8RE 8SE. PACKAGED 0ATERIALSSTORED ONSITE SHALL BE INSPECTED REG8LARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY.C.ALL DEWATERING OF ACTI9ITIES SHALL BE DONE IN ACCORDANCE WITH GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHO8LD INCL8DE THE 8SE OFSILT BAGS SILT FENCE AND INLET PROTECTION. THE 8SE OF THESE TYPES OF DEWATERING DE9ICES WILL RE0O9E LARGE 48ANTITIES OF SILT SEDI0ENT AND DIRTAND PRE9ENT THESE 0ATERIALS FRO0 ENTERING THE STOR0WATER SYSTE0.D.IF LI0E IS 8SED TO STABILI=E THE SOIL ALL CONSTR8CTION E48IP0ENT 8SED SHALL BE CLEANED OF ALL E;CESS 0ATERIAL WITH WATER IN THE 0AINTENANCEAND REF8ELING AREA AS SHOWN WITHIN THESE PLANS SEDI0ENT SHALL BE PROPERLY DISPOSED.E.N8TRIENTS AND FERTILI=ERS SHALL ONLY BE 8SED TO ESTABLISH RAPID 9EGETATION. WHEN THESE PROD8CTS ARE 8TILI=ED THE 8SER SHO8LD PAY STRICTATTENTION TO THE PROD8CTS RECO00ENDED 8SAGE..CONCRETE WASTE WATERA.ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTR8CTION 0ANAGER. THE E;CA9ATION CONTRACTORSHALL DETER0INE THE APPROPRIATE SI=E BASED ON THE PROJECT DE0AND AND 0AINTENANCE FRE48ENCY THIS AREA SHALL BE INSPECTED DAILY AT A 0INI0800ORE OFTEN WHEN 08LTIPLE CREWS ARE WORKING. WHEN THIS AREA BECO0ES F8LL THE POLL8TANTS SHALL BE E;CA9ATED PLACED IN AN ACCEPTABLECONTAINER AND DISPOSED OF IN PROPER 0ANNER BY THE E;CA9ATION CONTRACTOR. 08LTIPLE DISPOSAL AREAS 0AY BE RE48IRED D8E TO PROJECT SCHED8LEAND SI=E..PAINT PROD8CTSA.ALL E;CESS PAINT AND THEIR RELATED PROD8CTS SHALL BE DISPOSED OF PER THE 0AN8FACT8RER S RECO00ENDATIONS AND PER0ITTED BY LAW. 8NDER NOCIRC80STANCES WILL PAINT OR THEIR RELATED PROD8CTS BE CLEANED OR DISPOSED OF IN SOIL SANITARY SEWERS STOR0 SEWERS OR DETENTION BASINS. ANY9IOLATION OF THIS SHALL BE REPORTED TO THE JOB S8PERINTENDENT. IN THE E9ENT OF ACCIDENTAL CONTA0INATION ALL EFFORTS SHO8LD BE 0ADE TO RE0O9ECONTA0INANTS IN AN APPROPRIATE 0ANNER. THE LOCAL FIRE DEPART0ENT OR INDIANA DEPART0ENT OF EN9IRON0ENTAL 0ANAGE0ENT SHO8LD BE CONTACTEDI00EDIATELY TO DETER0INE IF F8RTHER 0EAS8RES ARE NEEDED.PRVWFRQVWUXFWLRQ IQVSHFWLRQ E\ OZQHU DQG CRQWUDFWRU:1.AIWHU WKH CRQWUDFWRU KDV WHUPLQDWHG ODQG-GLVWXUELQJ DFWLYLWLHV DQG KDV LPSOHPHQWHG VWRUPZDWHU SROOXWLRQ SUHYHQWLRQ PHDVXUHV KH VKDOO EH UHVSRQVLEOH IRU VFKHGXOLQJ DQ RQ-VLWHZDON-WKURXJK ZLWK WKH OZQHU RI WKH SURSHUW\ WR UHYLHZ WKH VWRUPZDWHU SROOXWLRQ SUHYHQWLRQ PHDVXUHV WR HQVXUH WKDW DGHTXDWH SURWHFWLRQ LV LQ SODFH WR WKH VDWLVIDFWLRQ RI WKH OZQHU. TKHCRQWUDFWRU VKDOO DOVR EH UHVSRQVLEOH IRU UHPRYLQJ WHPSRUDU\ VHGLPHQW FRQWURO SUDFWLFHV RQFH SHUPDQHQW PHDVXUHV DUH LQ SODFH DQG HIIHFWLYH. CRRUGLQDWLRQ IRU WKH UHPRYDO RI VXFK WHPSRUDU\PHDVXUHV VKRXOG EH GLVFXVVHG DW WKH ZDON-WKURXJK ZLWK WKH OZQHU.EMERGENCY RESPONSE NUMBERSE0ERGENCY FOR ANY LIFE THREATENING PROBLE0 911CITY OF CAR0EL FIRE DEPART0ENT 911CITY OF CAR0EL POLICE DEPART0ENT 911INDIANA DEPT. OF NAT8RAL RESO8RCES 12--INDIANA DEPT. OF EN9IRON0ENTAL 0ANAGE0ENT 1-2-HA0ILTON CO8NTY SOIL AND WATER CONSER9ATION DISTRICT 1--211CITY OF CAR0EL 0S COORDINATOR 1-1-21SECTION C - SWPPP - POST-CONSTR8CTION CO0PONENTSC1 DESCRIPTION OF POLL8TANTS AND THEIR SO8RCES ASSOCIATED WITH THE PROPOSED LAND 8SE - POTENTIAL POLL8TANTS FRO0 POST-CONSTR8CTIONACTI9ITIES INCL8DE GRASS CLIPPINGS AND OTHER ORGANIC 0ATERIAL FERTILI=ERS HERBICIDES OIL GREASE ANTIFREE=E BRAKE FL8ID R8BBERFRAG0ENTS GASOLINE DIESEL F8EL AND OTHER HYDROCARBONS 0ETALS FRO0 9EHIC8LAR AND OTHER SO8RCES GRIT FRO0 WEARING OF ROAD S8RFACE9EHICLE WASHING SANDS AND SALTS FRO0 SNOW RE0O9AL TRASH ETC. EFFORTS TO RED8CE OR ELI0INATE THESE ITE0S FRO0 ENTERING THESTOR0WATER SYSTE0 IS ENCO8RAGED WHERE FEASIBLE. SPILLS SHO8LD BE CLEANED 8P I00EDIATELY CLIPPINGS AND WASTE SHO8LD NOT BE BLOWN INTOSTREETS AND STREET SWEEPING IS ENCO8RAGED.C2 DESCRIPTION OF PROPOSED POST-CONSTR8CTION STOR0WATER 0EAS8RES - THE ONSITE STOR0WATER WILL BE CON9EYED BY AN 8NDERGRO8ND PIPE SYSTE0INTO A STOR0WATER 48ALITY 8NIT. THE STOR0WATER IS THEN RO8TED TO THE WET DETENTION BASIN WHERE ADDITIONAL S8SPENDED SOLIDS WILL SETTLE O8TTHEN RELEASED FRO0 THE SITE 9IA THE O8TLET CONTROL STR8CT8RE AND 8NDERGRO8ND PIPE SYSTE0. THE INFOR0ATION FOR THESE PROD8CTS ARE BETTERDEFINED IN THE C00 SERIES PLANS AND DETAILS. ADDITIONAL WATER 48ALITY 0EAS8RES WILL BE I0PLE0ENTED BY THE SITE OWNER AS PART OF THEIR SPILLPRE9ENTION CONTROL AND CO8NTER0EAS8RE PLAN.C PLAN DETAILS FOR EACH STOR0WATER 0EAS8RES - FOR POST CONSTR8CTION STOR0WATER 0EAS8RES SEE SHEETS C201 C00 AND C0.C SE48ENCE DESCRIBING STOR0WATER 0EAS8RE I0PLE0ENTATION - POST CONSTR8CTION STOR0WATER 0EAS8RES INCL8DE WET DETENTION BASINSTOR0WATER 48ALITY 8NIT RIPRAP EROSION CONTROL BLANKETS T8RF 9EGETATED SWALES S80PS SNO8TS AND FOREBAY SEE SECTION B ITE0 12 FORCONSTR8CTION SE48ENCING.C THE WATER 48ALITY B0P ;C- WILL BE INSTALLED D8RING THE STOR0 SEWER INSTALLING OF THE PROJECT. SEE SE48ENCE DESCRIBED ABO9E. AFTER FINALGRADING RIPRAP EROSION CONTROL BLANKET WILL BE INSTALLED TO 0AINTAIN GRADES WHILE GRASS IS ESTABLISHED.C 0AINTENANCE G8IDELINES FOR POST CONSTR8CTION STOR0WATER 48ALITY 0EAS8RES - SEE PROJECT O 0 0AN8AL.C ENTITY THAT WILL BE RESPONSIBLE FOR OPERATION AND 0AINTENANCE OF THE POST-CONSTR8CTION STOR0WATER 0EAS8RES - SITE OWNER GO9ERN0ENTALAGENCY HOASOILS TYPE LEGEND0PB2 - 0IA0I SILT LOA0-8RBAN LAND CO0PLE; 2 TO PERCENTSLOPES ERODEDEROSION CONTROL PLANPLAN NOTES1.THIS PLAN IS DESIGNED TO PRE9ENT ANY AND ALL SEDI0ENT FRO0 LEA9ING THE SITE. THE OWNER SHALL TAKEPRE9ENTATI9E ACTION I00EDIATELY. IF NEEDED TO PRE9ENT EROSION OR LOSS OF SEDI0ENT FRO0 THE SITE.2.TE0PORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL RE0AIN 8NALTERED FOR ANE;TENDED PERIOD OF TI0E..PER0ANENT SEEDING IS TO BE APPLIED I00EDIATELY TO AREAS THAT HA9E ACHIE9ED FINAL AND FINISHEDGRADE..PRESER9E E;ISTING 9EGETATION ON THE SITE WHENE9ER AND WHERE9ER POSSIBLE TO PRE9ENT TOPSOILEROSION..ALL SEDI0ENT CAPT8RING 0EAS8RES ARE TO BE I0PLE0ENTED PRIOR TO THE DIST8RBANCE OF THECONSTR8CTION AREA THEY ARE INTENDED TO SER9ICE..ALL EROSION CONTROL 0EAS8RES ARE TO BE PROPERLY 0AINTAINED TO CONTIN8E THEIR EFFECTI9ENESS..IF GRADING OCC8RS D8RING DECE0BER JAN8ARY OR FEBR8ARY DOR0ANT SEEDING PROCED8RES SHALL BE8SED..D8RING DRY WEATHER KEEP LAWNS WATERED BY APPRO9ED 0ETHODS. RESEED ANY AREAS NOT GER0INATINGOR DA0AGED AT INTER9ALS AS 0AY BE RE48IRED ACCORDING TO SEASONAL CONDITIONS AND/ORCONSTR8CTION ACTI9ITY. WATER GRASS AND E;EC8TE NECESSARY WEEDING 8NTIL F8LL STAND OF GRASS HASBEEN OBTAINED.9.THE I0PLE0ENTATION AND 0AINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THECONTRACTOR AND/OR OWNER.10.IT SHALL BE THE CONTRACTOR S AND/OR OWNER S RESPONSIBILITY TO 0INI0I=E SEDI0ENTATION FRO0 ON-SITECONSTR8CTION ACTI9ITIES FRO0 BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEI9INGSTREA0S/DITCHES IN STRICT CO0PLIANCE WITH CSGP CONSTR8CTION STOR0WATER GENERAL PER0IT. ITSHALL ALSO BE THE CONTRACTOR S OR OWNER S RESPONSIBILITY TO OBTAIN ANY APPRO9ALS RE48IRED FRO0THE LOCAL A8THORITY AND TO S8B0IT A CO0PLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER0ANAGE0ENT INDIANA DEPART0ENT OF EN9IRON0ENTAL 0ANAGE0ENT PRIOR TO ANY CONSTR8CTIONACTI9ITY.11.PRO9IDE - 2 CR8SHED STONE CONSTR8CTION ENTRANCES TO SITE FRO0 STREETS/ROADS.12.IT SHALL BE THE CONTRACTOR S AND/OR OWNER S RESPONSIBILITY TO I0PLE0ENT AN EROSION CONTROL PLANFOR EACH LOT THE B8ILDER 0AY I0PLE0ENT A DIFFERENT EROSION CONTROL PLAN AS LONG AS IT 0EETS ORE;CEEDS CSGP REG8LATIONS.5/15/2024 DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE 48ARTER OFSECTION 2 TOWNSHIP 1 NORTHRANGE 3 EASTCLAY TOWNSHIPHA0ILTON CO8NTY INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB DATE: 10/1/2021 JA0ES D. HALL LS20000121-0089OF1010/03/2019---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:03 S. OKLR SWUHHWSKHULGDQ IQ. 09PK. 31-9-39ALANDS8R9EYOR#YAHOO.CO0A 9ETERAN OWNED S0ALL B8SINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/ SECTION 2 TOWNSHIP 1 NORTH RANGE 3EAST CLAY TOWNSHIP HA0ILTON CO8NTY INDIANAPARCEL NO: 1-09-2-0-03-003.000ADDRESS: 20 N. RANGELINE RD.CONSTR8CTION DETAILS5/15/2024 DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE 48ARTER OFSECTION 2 TOWNSHIP 1 NORTHRANGE 3 EASTCLAY TOWNSHIPHA0ILTON CO8NTY INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB DATE: 10/1/2021 JA0ES D. HALL LS20000121-00810OF1010/03/2019---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:03 S. OKLR SWUHHWSKHULGDQ IQ. 09PK. 31-9-39ALANDS8R9EYOR#YAHOO.CO0A 9ETERAN OWNED S0ALL B8SINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/ SECTION 2 TOWNSHIP 1 NORTH RANGE 3EAST CLAY TOWNSHIP HA0ILTON CO8NTY INDIANAPARCEL NO: 1-09-2-0-03-003.000ADDRESS: 20 N. RANGELINE RD.CONSTR8CTION DETAILS5/15/2024 DWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE 48ARTER OFSECTION 2 TOWNSHIP 1 NORTHRANGE 3 EASTCLAY TOWNSHIPHA0ILTON CO8NTY INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB DATE: 10/1/2021 JA0ES D. HALL LS20000121-00810AOF1010/03/2019---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:03 S. OKLR SWUHHWSKHULGDQ IQ. 09PK. 31-9-39ALANDS8R9EYOR#YAHOO.CO0A 9ETERAN OWNED S0ALL B8SINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/ SECTION 2 TOWNSHIP 1 NORTH RANGE 3EAST CLAY TOWNSHIP HA0ILTON CO8NTY INDIANAPARCEL NO: 1-09-2-0-03-003.000ADDRESS: 20 N. RANGELINE RD.CONSTR8CTION DETAILSCITY OF CARMEL CONCRETE CURB POLICY1)GeneralA)The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, and other work necessary to prepare foundationsand soil subgrades, install aggregate bases and install concrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way.B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy.C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications),except where deviations are allowed or specified herein, or variances are granted.D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply.E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply.F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances foralternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction.G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications.H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean:a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel.ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent HamiltonCounty Highway, depending on the location of the work.I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications.J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notificationrequirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work.K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering.L)At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements of this policy outside of the right-of-way shall be determined at thepre-construction meeting.M)Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details.N)Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilized to construct concrete curbs within the corporate limits of the City ofCarmel.O)Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel.2)FoundationA)Generali)This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications.ii)The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of this policy.B)Excavation and Embankmenti)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall beperformed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slopestakes.ii)Excavations(1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material andcompacted in accordance with Section 203 of the Standard Specifications.(2)Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the StandardSpecifications.iii)Embankments(1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications.(2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations.(3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 ofthe Standard Specifications prior to embankment operations.(4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of theStandard Specifications.(5)Embankments shall be shaped to be well drained and shall be protected to prevent erosion.(6)Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications.C)Soil Subgradesi)Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of all utilities and subsurface drains indicated on theapproved construction documents to be located under the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications.ii)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities.iii)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications.iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the StandardSpecifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing.v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing Aggregate Base or concrete curbing or is subject to ameasurable rain event prior to placing Aggregate Base or concrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing.3)Aggregate BasesA)Generali) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications.ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications.iii)The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications.iv)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss.v)Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on the approved construction documents.B)Temperature and Seasonal Limitationsi)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications.ii)Frozen material shall not be placed.iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy.C)Preparationi)The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement.ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v)of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed.D)Spreading and Finishingi)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications.ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications.iii)Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior tothe placement of concrete curb shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required.4)Concrete CurbA)Generali)This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications.ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of theapproved construction documents.iii)Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the Standard Specifications. High early strength admixtures may be utilized but shall not beconsidered in waiving any requirements of this policy. Freeze protection admixtures shall not be utilized under any circumstances.iv)Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be inaccordance with Section 508 of the Standard Specifications.v)Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications.vi)Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season.B)Preparationi)The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing.ii)All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing.C)Weather and Seasonal Limitationsa)Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications with the exception that placement operations shall not begin until the ambient temperature is 50ºF and rising.Placement operations shall be discontinued when the ambient temperature is descending and is 50ºF or below. At the discretion of the Engineer, concrete may be placed at ambient temperatures less than noted aboveprovided that placement, jointing, finishing and curing operations conform to Sections 502.11 and 702.11 of the Standard Specifications.ii)No mixture shall be placed on a frozen subgrade or Aggregate Base.iii)Under no circumstances shall concrete curb be placed between December 15 and March 30.If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15, provided that theambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and whoshall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector.v)If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on anapproved soil subgrade or Aggregate Base provided that the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select theconstruction inspector.vi)The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Basemay result in substandard concrete curb placement, curing and finishing.D)Placementi)Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications.ii)Curb machines may be utilized in accordance with Section 605.04(c) and 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the StandardSpecifications.iii)Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications.iv)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications.E)Jointsi)Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications.ii)Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located at the same location as the joints in the adjoining sidewalk. Joints shall be sawedto a minimum depth of 1/3 the depth of each segment of the curb (02/07/14).iii)Preformed expansion joints shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition tothese requirements, expansion joints in integral curb and sidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk.F)Finishing and Curingi)The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications.ii) Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms are removed.iii)The concrete curb shall be allowed to cure for a minimum of 7-days prior to commencing backfilling operations adjacent to the concrete curbing (02/07/14).G)Backfillingi)The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications only after the concrete curbing is inspected and accepted by the Engineer inaccordance with Section 5 of this policy.ii)Backfilling operations shall be completed prior to opening the area to regular construction traffic.5)InspectionsA)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformancewith this policy and the approved construction documents.B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy.C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls.D)The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessary repairs shall be completed prior tobackfilling operations.E)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantialconformance with this policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspectedto be non-compliant or as directed by the Engineer.F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of thecurb must equal or exceed the minimum prescribed by the approved construction documents.Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retainedengineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors duringconstruction, or for the means and methods of construction, nor for safety on the job site.H)Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage throughcarelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense.I)If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to causeunauthorized work to be removed; and to deduct the costs from any monies due or to become due.J)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer.6)AcceptanceA)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documents.B)B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extendedbonding requirement.CITY OF CARMEL PAVING POLICY1)GeneralA)The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base,intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliary lanes and asphalt multi-use paths.B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy.C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowedherein, or variances are granted.D)Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply.E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply.F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can besupported by advances in technology and are approved by other agencies with concurrent jurisdiction.G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications.H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean:a)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel.ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on thelocation of the work.I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications.J)Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections forcertain stages of the work and to review the authority of the Engineer as it relates to the work.K)Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering.2)FoundationA)Generali)This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications.B)Excavation and Embankmenti)Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes.ii)Excavations(1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance withSection 203 of the Standard Specifications.(2)Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications.iii)Embankments(1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications.(2)All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations.(3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications priorto embankment operations.(4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications.(5)Embankments shall be shaped to be well drained and shall be protected to prevent erosion.(6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications.C)Soil Subgradesi)Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only the installation of all utilities and subsurface drains indicated on the approved construction documents to be locatedunder the pavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications.ii)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities.iii)The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications.iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptableareas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence.v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject toadditional proof rolls prior to placement of the Aggregate Base.D)Existing Pavementi)Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications.ii)Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications.iii)Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation.iv)Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall beresponsible for payment of these liquidated damages.3)Aggregate BasesA)Generali) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications.ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications.iii)The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications.iv)The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss.v)Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents.B)Temperature and Seasonal Limitationsi)The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications.ii)Frozen material shall not be placed.iii)Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy.C)Preparationi)The prepared foundation shall be free from objectionable or foreign materials at the time of placement.ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areasshall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed.D)Spreading and Finishingi)The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications.ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications.iii)Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement ofsubsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required.4)Asphalt PavementA)Generali) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications.ii)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents.iii)Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications.iv)Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications.v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season.vi)Widening operations shall comply with the following:(1)The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section.(2)The existing pavement adjacent to the widening area shall be sawcut to a clean edge.(3)The subgrade in the widened area shall be compacted in accordance with this policy.(4)Widening mixtures shall comply with the pavement section indicated on the approved construction documents.(5)Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications.B)Preparationii)The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing theHMA base, intermediate, or surface mixtures shall be constructed on prepared foundations andto thicknesses equal or greater than those indicated on the approved construction documents.iii)Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications.iv)Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications.v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season.vi)Widening operations shall comply with the following:(1)The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section.(2)The existing pavement adjacent to the widening area shall be sawcut to a clean edge.(3)The subgrade in the widened area shall be compacted in accordance with this policy.(4)Widening mixtures shall comply with the pavement section indicated on the approved construction documents.(5)Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications.B)Preparationi)The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall becorrected to the satisfaction of the Engineer before any paving operations commence.ii)All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures.iii)Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications.iv)Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications.v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications.vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement.vii)Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications.C)Weather and Seasonal Limitationsi)HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for lowtemperature compaction allowed by Section 402.16 of the Standard Specifications.ii)No mixture shall be placed on a frozen subgrade.iii)Under no circumstances shall HMA mixtures be placed between December 15 and March 30.iv)If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up toDecember 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as anauthorized agent of the Engineer. The Engineer shall select the construction inspector.v)If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the pavingcontractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector.vi)The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMA placement,spreading and finishing.D)Spreading and Finishingi)HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications.ii)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed.iii)All areas showing an excess or deficiency of binder shall be removed and replaced.iv)All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced.E) Jointsi)Joints shall conform to the requirements of Section 401.15 of the Standard Specifications.F)Compactioni)The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the Standard Specifications immediately after the mixture has been spread and finished.ii)Rollers shall not cause undue displacement, cracking, or shoving.5)InspectionsA)All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and theapproved construction documents.B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standards established by this policy.C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of such proofrolls.D)Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy andthe approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer.E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed theminimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course or total thickness from the pavement section indicated on the approved construction documents.F)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testingagencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction,nor for safety on the job site.Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to existprior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense.H)If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to beremoved; and to deduct the costs from any monies due or to become due.I)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer.6)AcceptanceA)Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantial compliance with this policy (except for any variances granted) and the approved construction documentsB)B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement.5/15/2024 6th Street NWOHUOHUOHUOHUOHUGGGGGGGGGGGGGGGS 88°32'13" W 198.01'N 01°00'44" W 66.00' (M)S 88°32'13" W 10.00' 23.77'S 88°32'13" W 174.24'NORTHINST# 2018-199485/9/2018MAKOR INVESTMENTS LLCINST# 2009-441237/20/2009WWWWWWSSSSSSSSSSEEEEESTSTWWSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTSTWWWWWEEEEEEEEEEEEEEEEEETC = 826.29EP = 825.79TC = 826.38EP = 825.88TC = 825.79EP = 825.29TC = 825.56EP = 825.06TC = 826.79EP = 826.29TC = 826.37EP = 825.87TC = 826.09EP = 825.59TC = 825.62EP = 825.12TC = 823.97EP = 823.47TC = 826.12EP = 825.62TC = 826.25EP = 825.75TC = 826.53EP = 826.03TC = 826.46EP = 825.96TC = 826.29EP = 825.79TC = 826.29EP = 825.79TC = 826.29EP = 825.79SIDEWALK OUTLETFLUMEELEV = 823.96±(SEE DETAIL ATRIGHT)824.68824.63824.156" C.O.RIM=828.9INV= 825.30ROOF DRAIN80 LF OF 6" DUAL WALLEDSSD @ 2.00%70LF 0F 6" SSD @1.00% - FULL DEPTHGRANULAR FILLREQUIRED UNDERSTSTSTSTSTSTSTSTSTSTSTRAINWATER EMITTERRIM=824.60INV=823.006" C.O.RIM=827.00INV= 823.7824.28FPFP6th Street NWOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGGGGS 88°32'13" W 198.01'N 01°00'44" W 66.00' (M)S 88°32'13" W 10.00' 23.77'S 88°32'13" W 174.24'NORTHINST# 2018-199485/9/2018MAKOR INVESTMENTS LLCINST# 2009-441237/20/2009WWWWWWSSSSSSSSSSEEEEESTSTWWSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTSTWWWW WEEEEEEEEEEEEEEEEEESTSTSTSTSTSTSTSTSTSTSTFPFPDWG:DATE:CHK:FB:FIELD WORK:PART OF THE NE QUARTER OFSECTION 25, TOWNSHIP 18 NORTH,RANGE 3 EASTCLAY TOWNSHIPHAMILTON COUNTY, INDIANABYDESCRIPTIONDATENO.CERTIFIED BY: __________________________________________ DATE: 01/25/24 JAMES D. HALL, LS2050001721-00811OF1012/20/2022---10/01/2019JDHJDHCopyright ©by J D Hall Land Surveying, 2021JD HALL LAND SURVEYINGOFFICE:803 S. Ohio StreetSheridan, In. 46069Ph. 317-696-3594ALANDSURVEYOR@YAHOO.COMA VETERAN OWNED SMALL BUSINESS520 RANGELINE IMPROVEMENT PLANPART OF THE NE 1/4, SECTION 25, TOWNSHIP 18 NORTH, RANGE 3EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANAPARCEL NO: 16-09-25-08-03-003.000ADDRESS: 540 N. RANGELINE RD.ALTERNATE #1GRADING PLAN540 RANGELINESWPPP 540 RANGELINESWPPP LEGEND= INLET PROTECTION BASKET= CONCRETE WASHOUT= TEMPORARY SEEDING= PERMANENT SEEDING= STABILIZED CONSTRUCTION ENTRANCE= SUPPLY & WORKER STAGING AREA= PERIMETER SILT FENCE= EROSION CONTROL BLANKET= SOIL STOCK PILE LOCATION (AS NEEDED)PSTSTOPSOILCWCWPSTSPSTSTOPSOILSEE SHEET 6 FOR ADDITIONAL SWPPPINFORMATION AND ELEMENT LOCATIONSPROVIDE 2' CURB OPENINGAT CORNER OF LANDSCAPEISLAND FOR BASIN INLET, RIPRAPTO BE PLACED FROM OPENING TOBOTTOM OF BASINPROVIDE 1.25' TALL BERM ALONGWEST BOUNDARY OF THESUBJECT PROPERTY, EL = 826.25VEGETATED SWALE BETWEENPARKING AND BERM104 LF @ 1.00%APPROXIMATE LIMIT OF 100YRFLOOD ELEVATION = 824.33MESIC PRAIRIE SEED AREASIGN LOCATION5/15/2024